Avaliação de misturas asfálticas recicladas mornas com uso de ligantes convencional e modificado por polímero

Authors

  • Kátia Aline Aline Bohn Universidade Federal de Santa Maria
  • Luciano Pivoto Specht Universidade Federal de Santa Maria
  • Chaveli Brondani Universidade Federal de Santa Maria
  • Bethania Machado Correa Universidade Federal de Santa Maria
  • Gustavo dos Santos Pinheiro Universidade Federal de Santa Maria
  • Karlla Gabriella Eidt Universidade Federal de Santa Maria
  • Valdir dos Santos Barboza Junior Universidade Federal de Santa Maria
  • Fernando Dekeper Boeira Universidade Federal de Santa Maria
  • Deividi da Silva Pereira Universidade Federal de Santa Maria

DOI:

https://doi.org/10.14295/transportes.v27i4.1740

Keywords:

Pavement recycling, Warm recycled asphalt mixtures, Polymer modified asphalts.

Abstract

In order to evaluate more sustainable technologies and practices for the pavement area, the behavior of warm recycled asphalt mixtures was studied using conventional binders CAP 50/70 and modified by polymer CAM 60/85-E. Four asphalt mixtures were tested by binder: conventional hot mix, warm (no RAP) and warm mixtures with 25% and 50% RAP (replacing the total mass of virgin aggregates). The samples were design by Superpave methodology and evaluated for strength, deformability, adhesion and cohesion. The warm and conventional asphalt mixtures presented equivalent behavior and the use of modified binder increased the performance of the samples. There was a significant improvement in the properties of mixtures with the use of RAP, highlighting the significant increase in Flow Number and the positive results of adhesion and cohesion, probably due to RAP presenting modified residual binder with polymer.

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References

ALMEIDA Jr., P. O. B. Comportamento mecânico de concretos asfálticos com diferentes granulometrias, ligantes e métodos de dosagem. 217p. Dissertação (Mestrado) - Universidade Federal de Santa Maria, Santa Maria, 2016.

BASUENY, A. et al. Laboratory Evaluation of Complex Modulus and Fatigue Resistance of Asphalt Mixtures with RAP. 8th RILEM International Symposium on Testing and Characterization of Sustainable and Innovative Bituminous Materials, v. 11, 2015. DOI: 10.1007/978-94-017-7342-3.

BEHNIA, B. et al. Effects of recycled asphalt pavement amounts on low-temperature cracking performance of asphalt mix-tures using acoustic emissions. Transportation Research Record: Journal of the Transportation Research Board, v. 2208, p. 64-71, 2011. DOI: 10.3141/2208-09.

BERNUCCI, L. et al. Pavimentação Asfáltica: Formação Básica para Engenheiros. 504f. 1ª Reimpressão. Rio de Janeiro: Petro-brás: ABEDA, 2006.

BOEIRA, F. D. Estudo do comportamento de concretos asfálticos com diferentes tipos de agregados e cales. 148p. Dissertação (Mestrado) – Universidade Federal de Santa Maria, Santa Maria, 2014.

BOHN, K. A. Avaliação de misturas asfálticas recicladas mornas com uso de ligantes convencional e modificado por polímero. 254p. Dissertação (Mestrado) – Universidade Federal de Santa Maria, Santa Maria, 2017.

BOHN, K. A.; SPECHT, L. P. Avaliação do comportamento viscoelástico e da deformação permanente de mistura asfálticas reci-cladas mornas com uso de ligantes convencional e modificado por polímero. In: Anais do XIX Congresso Ibero-Latinoamericano del Asfalto - CILA. Medellín. Anais [...] 2017.

BONAQUIST, R. NCHRP 9-43: Mix design practices for warm mix asphalt. Second International Warm Mix Conference, St. Louis, Missouri, 2011.

CENTOFANTE, R. Estudo laboratorial da utilização de material fresado em misturas asfálticas recicladas a quente. 152 p. Dissertação (Mestrado) – Universidade Federal de Santa Maria, Santa Maria, 2016.

D’ANGELO, J. et al. Warm-Mix Asphalt: European practice. International Technology Scanning Program. Virginia: Federal Highway Administration, 2008.

DI BENEDETTO, H.; CORTÉ, J. F. Matériaux routiers bitumineux 2: Constitution et propriétés thermomécaniques des mélang-es. Paris: Hermes-Lavoisier. 2005.

DON BROCK J.; RICHMOND J. L. Milling and recycling. Technical Paper T-127, ASTEC. INC., Chatanooga, USA, 2007.

DOYLE, J. D.; HOWARD, I. L. Rutting and moisture damage resistance of high reclaimed asphalt pavement warm mixed as-phalt: loaded wheel tracking vs. Conventional methods. Road Materials and Pavement Design, v. 14, p. 148-172, 2013. DOI: 10.1080/14680629.2013.812841.

GENNESSEAUX, M. M. L. Avaliação da durabilidade de misturas asfálticas a quente e mornas contendo material asfáltico fre-sado. 195p. Tese (Doutorado) – Escola Politécnica da Universidade de São Paulo, São Paulo, 2015.

GUO, N. et al. Laboratory performance of warm mix asphalt containing recycled asphalt mixtures. Construction and Building Materials, v. 64, p. 141-149, 2014. DOI: 10.1016/j.conbuildmat.2014.04.002.

HAJJ, E. Y. et al. Influence of warm mix additive on mechanistic, economical, and environmental attributes of a polymer-modified asphalt mixture. Advanced Civil Infrastructure Materials, v. 3, n. 1, p.88-106, 2014. DOI: 10.1520/acem20130099.

HICKS, R. G. Moisture damage in asphalt concrete. 91p. National Cooperative Highway Research Program. Synthesis of High-way Practice 175, Transportation Research Board, Washington, 1991.

HUANG, B. et al. Laboratory Investigation of Mixing Hot-Mix Asphalt with Reclaimed Asphalt Pavement. Transportation Re-search Record: Journal of the Transportation Research Board, n. 1929, p. 37-45, 2005. DOI: 10.1177/0361198105192900105.

KUMAR, R. et al. Effect of warm mix additives on creep and recovery response of conventional and polymer modified asphalt binders. Construction and Building Materials, v. 138, p. 352-362, 2017. DOI: 10.1016/j.conbuildmat.2017.02.019.

LIZÁRRAGA, J. M. et al. Short-term performance appraisal of half-warm mix asphalt mixtures containing high (70%) and total RAP contents (100%): From laboratory mix design to its full-scale implementation. Construction and Building Materials, v. 170, p. 433-445, 2018. DOI: 10.1016/j.conbuildmat.2018.03.051.

MANGIAFICO, S. Linear viscoelastic properties and fatigue of bituminous mixtures produced with Reclaimed Asphalt Pave-ment and corresponding binder blends. Tese (Doudorado) - l’École Nationale des Travaux Publics de l'État. 2014.

McDANIEL, R. et al. Investigation of properties of plant-produced RAP mixtures. Transportation Research Record: Journal of the Transportation Research Board, v. 1998, p. 103-111, 2007. DOI: 10.3141/1998-13.

MEJÍAS SANTIAGO, M. et al. Evaluation of Warm Mix Asphalt Technologies for use on Airfield Pavements. Washington, D.C., 2012.

MEDINA, J.; MOTTA, L. M. G. Mecânica dos Pavimentos. 3ª Edição. Editora Interciência, Rio de Janeiro, 2015.

MOGAWER, W. S. et al. Evaluation of high RAP-WMA asphalt rubber mixtures. Road Material and Pavement Design, v. 14, p. 129-147, 2013. DOI: 10.1080/14680629.2013.812846.

MOGAWER, W. S. et al. Performance characteristics of asphalt rubber mixtures containing RAP and warm mix asphalt tech-nology. Proceedings of the 2nd International WarmMix Conference, St. Louis, MO. October, 2011.

MOTTA, R. S. Estudo de misturas asfálticas mornas em revestimentos de pavimentos para redução de emissão de poluentes e de consumo energético. 229p. Tese (Doutorado) - Escola Politécnica de São Paulo, São Paulo, 2011.

MOREA, F. et al. 2012. Rheological properties of asphalt binders with chemical tensoactive additives used in warm mix as-phalts (WMAs). Construction and Building Materials, v. 29, p.135-141, 2012. DOI: 10.1016/j.conbuildmat.2011.10.010.

NCAT – National Center for Asphalt Technology. Technical Reports. Disponível em: http://www.ncat.us/info-pubs/technical-reports.html. Acesso em: 16 de set. 2015.

NASCIMENTO, L. A. H. Nova Abordagem da Dosagem de Misturas Asfálticas Densas com Uso do Compactador Giratório e Foco na Deformação Permanente. 204p. Dissertação (Mestrado) – Universidade Federal do Rio Grande do Sul, Rio de Janeiro, 2008.

OLIVEIRA, J. A. de. Avaliação do desempenho de misturas asfálticas recicladas mornas em laboratório e em campo. 139p. Dissertação (Mestrado) – Universidade Federal do Ceará, Fortaleza, 2013.

ONOFRE, F. C. Avaliação do comportamento mecânico de misturas asfálticas produzidas com ligantes asfálticos modificados por ácido polifosfórico e aditivos poliméricos, enfatizando a resistência à deformação permanente. 160f. Dissertação (Mes-trado) – Universidade Federal do Ceará, Fortaleza, 2012.

PAPAGIANNAKIS, A. T.; MASSAD, E. A. Pavement design and materials. 542p. Hoboken: John Wiley & Sons, 2008.

PASCHE, E. et al. Avaliação da rigidez de misturas recicladas cimentadas: Abordagem elástica e viscoelásticas. Transportes, v. 26, n. 1, p. 94-107, 2018. DOI:10.14295/transportes.v26i1.1342.

PRADYUMNA, T. A. et al. Characterization of Reclaimed Asphalt Pavement (RAP) for Use in Bituminous Road Construction. 2° Conference of Transportation Research Group of India – Procedia – Social and Behavioral Sciences, 2013.

PROWELL, B. D.; HURLEY, G. C. Warm-mix asphalt: Best Practices. Quality Improvement, Series 125. Lanham: NAPA. 2007.

RODEZNO, M. C. et al. Flow Number Test and Assessment of AASHTO TP 79-13 Rutting Criteria: Comparison of Rutting Per-formance of Hot-Mix and Warm-Mix Asphalt Mixtures. Transportation Research Record: Journal of the Transportation Research Board, v. 2507, p. 100-107, 2015. DOI:/10.3141/2507-11.

SPECHT, L. P. et al. Application of the theory of viscoelasticity to evaluate the resilient modulus test in asphalt mixes. Con-struction and Building Materials, v. 149, p. 648-658, 2017. DOI: 10.1016/j.conbuildmat.2017.05.037.

SHIRODKAR, P. et al. A study to determine the degree of partial blending of reclaimed asphalt pavement (RAP) binder for high RAP hot mix asphalt. Construction and Building Materials, v. 25, n. 1, p. 150-155, 2011. DOI: 10.1016/j.conbuildmat.2010.06.045.

SINGH, D.; SAWANT, D. Understanding effects of RAP on rheological performance and chemical composition of SBS modified binder using series of laboratory tests. International Journal of Pavement Research and Technology, v. 9, n. 3, p. 178-189, 2016. DOI: doi.org/10.1016/j.ijprt.2016.06.002.

SONG, W. et al. Influence of warm-mix asphalt technology and rejuvenator on performance of asphalt mixtures containing 50% reclaimed asphalt pavement. Journal of Cleaner Production, v. 192, p.191-198, 2018. DOI: 10.1016/j.jclepro.2018.04.269.

VASCONCELOS, K. L.; SOARES, J. B. Projeto de Misturas de Concreto Betuminoso Reciclado a Quente com Diferentes Teores de Material Fresado. In: Anais do XII Congresso Ibero-Latinoamericano del Asfalto - CILA. Anais [...] 2003.

VALDÉS, G. et al. Experimental study of recycled asphalt mixtures with high percentages of reclaimed asphalt pavement (RAP). Construction and Building Materials, v. 25, p. 1289-1297, 2011. DOI: 10.1016/j.conbuildmat.2010.09.016.

VALDES-VIDAL, G. et al. Performance evaluation of warm mix asphalt involving natural zeolite and reclaimed asphalt pave-ment (RAP) for sustainable pavement construction. Construction and Building Materials, v. 174, p.576-585, 2018. DOI: 10.1016/j.conbuildmat.2018.04.149.

WARGHA FILHO, N. Avaliação da influência da redução das temperaturas de usinagem e de compactação, no comportamento mecânico de misturas asfálticas mornas. 110p. Dissertação (Mestrado) – Universidade Federal do Ceará, Fortaleza, 2013.

WEST, R. et al. Testing of Moderate and High Reclaimed Asphalt Pavement Content Mixes. Transportation Research Record: Journal of the Transportation Research Board, n. 2126, 2009. DOI: 10.3141/2126-12.

ZAUMANIS, M. et al. Influence of six rejuvenators on the performance properties of Reclaimed Asphalt Pavement (RAP) binder and 100% recycled asphalt mixtures. Construction and Building Materials, v. 71, p.538-550, 2014. DOI: 10.1016/j.conbuildmat.2014.08.073.

ZHAO, S. et al. Comparative evaluation of warm mix asphalt containing high percentages of reclaimed asphalt pavement. Construction and Building Materials, v. 44, p. 92-100, 2013. DOI: 10.1016/j.conbuildmat.2013.03.010.

ZUBARAN, M. Avaliação do comportamento de misturas asfálticas recicladas mornas em laboratório e usina de asfalto. 151p. Dissertação (Mestrado) – Universidade Federal do Rio de Janeiro, Rio de Janeiro, 2014.

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Published

2020-04-30

How to Cite

Bohn, K. A. A., Specht, L. P., Brondani, C., Correa, B. M., Pinheiro, G. dos S., Eidt, K. G., Barboza Junior, V. dos S., Boeira, F. D., & Pereira, D. da S. (2020). Avaliação de misturas asfálticas recicladas mornas com uso de ligantes convencional e modificado por polímero. Transportes, 28(1), 18–32. https://doi.org/10.14295/transportes.v27i4.1740

Issue

Vol. 28 No. 1 (2020)

Section

Articles

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